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JOB      SANCHEZ RESIDENCE <br />ENGR.     EC JOB NO.     24‐101 SHEET NO. <br />TAG:X1 ( 8.00 ft),X2 ( 8.00 ft)             <br />FORCE: <br />F2=kips h2=8.00 ft <br />F1=kips h1=8.00 ft <br />FTOTAL=kips Load Comb.:(0.6‐.14SDS) D + 0.7 E  <br />SHEAR STRESS <br />X1 :L1= ft v= lbs = plf   <br />X2 :L2= ft ft <br />        <br />        <br />Ltotal= ft     <br />OVERTURNING <br />       <br />MOT= x 8.00 x 16.0 + 2.14 x 8.00 x 8.00 = k‐ft     <br />16.00 16.00 <br />ROOF: psf x ft = plf <br />FLOOR: psf x ft = plf h/w=1.00 OK <br />WALL: psf x ft = plf <br />w = plf Vallow=340 PLF <br />MR= x 8.00 ^2/2 = k‐ft USE: <br />TYPE 6 SHEARWALL <br />‐ 0.45 x = kips <br />kips OK USE:4 x 4 POST w/ H.D. <br />       <br />MOT= x 8.00 x 16.0 + 2.14 x 8.00 x 8.00 =k‐ft   <br />16.00 16.00 <br />ROOF: psf x ft = plf <br />FLOOR: psf x ft = plf h/w=1.00 OK <br />WALL: psf x ft = plf <br />w = plf Vallow=340 PLF <br />MR= x 8.00 ^2/2 = k‐ft USE: <br />TYPE 6 SHEARWALL <br />‐ 0.45 x = kips <br />kips OK USE:4 x 4 POST w/ H.D. <br />  <br />HDU2 <br />0.73 <br />HDU2 <br />  <br />188 <br />8.54 <br />  <br />8.00 <br />Tallow=3.08 <br />0.188 6.02 <br />T= 8.5 6.02 <br />Tributary <br />15 2 30 <br />15 2 30 <br />6.02 <br />16 8 128 <br />0.73 <br />WALL:X2 <br />0.00 <br />  <br />Unit load <br />15 2 30 <br />8.00 <br />Tallow=3.08 <br />0.188 6.02 <br />T= 8.5 <br />16 8 128 <br />188 <br />WALL:X1 <br />0.00 <br />15 2 <br />Unit load <br />30 <br />8.54   <br />   <br />Tributary <br />  <br />  <br />16.00   <br />8.00 16.00 <br />  <br />SHEARWALL CALCULATIONS‐LEVEL 1 <br />0.00 <br />2.14 <br />2.14 <br />SEISMIC GOVERNS <br />8.00 2135 133